Hydraulics and Hydrology

Total Page:16

File Type:pdf, Size:1020Kb

Hydraulics and Hydrology Water Resources: Hydraulics and Hydrology Interview with Margaret S. Petersen This manuscript is an edited version of an oral history interview conducted by John T. Greenwood in Tucson, Arizona, on August 2, 1995. The original tapes and unedited transcript are in the Research Collections, Office of History, Headquarters, U.S. Army Corps of Engineers, Alexandria, Virginia. Approved for public release distribution IS unlimited. Preface The United States Army Corps of Engineers significantly contributed to hydraulic and hydrologic engineering over the last two hundred years. Exploiting theory, innovation, and mechanical ingenuity, Corps civilian and military engineers studied the behavior of rivers and the motion of water. They investigated hundreds of streams in the United States, many more than once, collecting data on the physical, chemical, and biological characteristics of rivers; regional precipitation; and local runoff. Their work vastly improved the nation’s ability to predict floods and to take preventive actions. This interview is one of several being produced in a special series covering engineers who shaped the Corps’ hydrology and hydraulics program. Understanding the experiences, contributions, and thoughts of these individuals illuminates the past and provides guidance for the future. We commend this interview to all those interested in the development of twentieth century research in river hydraulics and hydrology. tLzL#d c CA Earl E. Eiker, P.E. Chief, Hydraulics and Hydrology Paul K. Walker, Ph.D. Chief, Office of History . The Interviewer Dr. John T. Greenwood is Chief Field Programs and Historical Services Division, U.S. Army Center of Military History in Washington, D.C., and was the Chief Historian of the U.S. Army Corps of Engineers from 1978 to 1988. Dr. Greenwood specializes in U.S. and Russian military and aviation history, is the author of a number of articles and book reviews, and has conducted numerous interviews with civilian and military personnel of the Corps of Engineers. His interview with Maj. Gen. Hugh J. Casey appeared in 1993 as Engineer Memoirs: Mqjor General Hugh .J Casey (EP 870-1-18). This interview with Margaret S. Petersen is the fourth of Dr. Greenwood’s interviews to appear in the series Water Resowces: Hydraulics and Hydrology. The others were with Franklin F. Snyder (EP 870- 1-54) in August 1997 and Vernon K. Hagen (EP 870- 1-55) and Jacob H. Douma (EP 870-1-56) in September 1997. Dr. Greenwood holds his Ph.D. in military history from Kansas State University. -iv- Contents Preface ..................................................................... iii The Interviewer .............................................................. iv Margaret S. Petersen: A Biographical Sketch ...................................... vii Career Information ............................................................ ix TheEarly Years ..............................................................1 Rock Island District and Panama Canal ............................................. 1 Undergraduate Study at the University of Iowa ..................................... .3 Engineering Curriculum ................................................. .3 Waterways Experiment Station .................................................. .5 Mississippi Basin Model at Jackson ........................................ .6 Mississippi Basin Model Board ........................................... .9 Importance of the WES Experience ........................................ 11 Graduate Work at the University of Iowa .......................................... 11 Ake Alin and Dam Design ............................................... 13 DamDesign ........................................................ ..14 A Woman’s Place in Civil Engineering ........................................... 17 Missouri River Division ....................................................... 18 Decision to go to the Missouri River Division ................................ 18 Work on the Missouri River .............................................. 19 WendellJohnson ..................................................... .23 Hydraulics and Hydrology .............................................. .23 Little Rock District .......................................................... .27 Section308Reports .................................................. 28 ReasonsforLeaving MRD .............................................. 29 HydraulicsBranch .................................................... 30 Arkansas River Project ................................................. .32 River Bank Stabilization Studies ......................................... .33 Dams ............................................................... 36 Vane Dikes as an Innovative Approach ..................................... 39 WhiteRiverReach .................................................... 41 Pile Dikes on the Arkansas System ....................................... .43 Arkansas River Cutoffs ................................................. .45 DardenelleDam ..................................................... 46 Computers in the Corps of Engineers ............................................ .48 Waterways Experiment Station in Vicksburg ...................................... .49 Sacramento District ........................................................... 50 Sacramento River Shallow Draft Navigation Project ........................... 53 -V- Morrison Creek Stream Group Study ....................................... 55 San Francisco Bay to Stockton and Sacramento-San Joaquin Delta Studies ......... 56 Phase II of Sacramento River Bank Protection Project ......................... 56 Post-Authorization Studies on Marysville Lake ............................... 56 Environmental Impact Statements ........................................ .57 Retirement ................................................................. 61 Department of Civil Engineering and Engineering Mechanics, The University of Arizona ... 61 Publications and Consulting Work ....................................... .62 Emory Lane ................................................................ 64 Sediment Sampling .......................................................... 64 Morning Glory Spillway ...................................................... .65 HunterRouse .............................................................. 66 Mississippi Basin Model Revisited and the Role of Computers ........................ 67 DamBreakStudies .......................................................... 68 Foreign Influences on Hydraulics in the United States ................................ 69 LorenzStraub ............................................................. 70 GermanInfluence ........................................................... 71 Hans AlbertEinstein ......................................................... 72 VitoVanoni ............................................................... 73 Glossary .................................................................. 75 -vi- MARGARET S. PETERSEN: A Biographical Sketch Margaret Petersen was born in Rock Island, Illinois in 1920. Living near the Mississippi River, she became aware of the river at an early age. Visiting the farm of her great aunt on Mississippi, she saw the river’s power as the farm flooded every spring. After graduating from high school in 1938, Petersen attended Augustana College in Rock Island for one full year and then part-time in the evening school until January 1943.She joined the Corps of Engineers in June 1942 and worked as a draftsman in the Rock Island District. In the winter of 1942, she was selected as one of ten draftsman to go to Panama to complete contract drawings for the Three Locks Project. While in Panama, Petersen saved enough money to return to school. She attended the College of Engineering at the University of Iowa, earning a Bachelors Degree in Civil Engineering in January of 1947. She began her first job as a hydraulic engineer at the Waterways Experiment Station (WES) in Vicksburg in August of 1947 and thus became one of the pioneering women in the field of hydraulic engineering in the Corps of Engineer. At WES she worked on data for the design and operation of the Mississippi Basin Model. Believing that she needed an advanced degree to better understand her work in hydraulics, Petersen returned to the University of Iowa in 1952 and received the Masters Degree in Mechanics and Hydraulics in 1953. After graduation, she worked as a hydraulic engineer at the Missouri River Division (MRD) in Omaha, Nebraska. She reviewed designs of spillways and other structures to insure that hydraulic functioning and operation fulfill requirements and intended uses. She also worked on various navigation and stabilization projects on the Missouri River. Margaret Petersen wanted the experience of working at a district level, so she transferred to the Little Rock District in September 1955 There she worked in the hydraulic design section on river engineering, working on bank stabilization and channel rectification on the Arkansas River. In January 1961, she became Chief of the Channel Hydraulics Investigation Section. She was responsible for hydraulic studies related to the navigation channel on the Arkansas River, including stream reaches, the layout and design of the entrance channel on the lower White River, and the siting of navigation locks and dams on the Arkansas River to assure adequate navigation conditions. From Little Rock, Petersen
Recommended publications
  • Quarterly Magazine 12/31/09 11:02 AM Page 1 4Thqtr-2009 V6:Quarterly Magazine 12/31/09 11:02 AM Page 2
    4thqtr-2009 v6:Quarterly Magazine 12/31/09 11:02 AM Page 1 4thqtr-2009 v6:Quarterly Magazine 12/31/09 11:02 AM Page 2 Move mountains. Reshape the cruising landscape. We’re ready. Call Carlos Buqueras or Alan Hill at 800-421-0188, 954-523-3404 or visit www.broward.org/port FLORIDA 4thqtr-2009 v6:Quarterly Magazine 12/31/09 11:03 AM Page 1 9 4thqtr-2009 v6:Quarterly Magazine 12/31/09 11:03 AM Page 2 The Hidden Treasure of the Caribbean R APPROVED _________________________________________ T R APPROVED _________________________________________ S R APPROVED _________________________________________ C R APPROVED _________________________________________ P R APPROVED _________________________________________ A R APPROVED _________________________________________ A R APPROVED _________________________________________ C R APPROVED _________________________________________ C R APPROVED _________________________________________ C R APPROVED _________________________________________ 4thqtr-2009 v6:Quarterly Magazine 12/31/09 11:03 AM Page 3 opportunity t mak friends wit whal shark o a early-mornin div is’ th only reaso yo’l visi onduras. u i’s on of th many reasons yo’l neve forge i. -- . R APPROVED _________________________________________ T R APPROVED _________________________________________ S R APPROVED _________________________________________ C R APPROVED _________________________________________ P R APPROVED _________________________________________ A R APPROVED _________________________________________ A R APPROVED _________________________________________
    [Show full text]
  • Geomorphic Classification of Rivers
    9.36 Geomorphic Classification of Rivers JM Buffington, U.S. Forest Service, Boise, ID, USA DR Montgomery, University of Washington, Seattle, WA, USA Published by Elsevier Inc. 9.36.1 Introduction 730 9.36.2 Purpose of Classification 730 9.36.3 Types of Channel Classification 731 9.36.3.1 Stream Order 731 9.36.3.2 Process Domains 732 9.36.3.3 Channel Pattern 732 9.36.3.4 Channel–Floodplain Interactions 735 9.36.3.5 Bed Material and Mobility 737 9.36.3.6 Channel Units 739 9.36.3.7 Hierarchical Classifications 739 9.36.3.8 Statistical Classifications 745 9.36.4 Use and Compatibility of Channel Classifications 745 9.36.5 The Rise and Fall of Classifications: Why Are Some Channel Classifications More Used Than Others? 747 9.36.6 Future Needs and Directions 753 9.36.6.1 Standardization and Sample Size 753 9.36.6.2 Remote Sensing 754 9.36.7 Conclusion 755 Acknowledgements 756 References 756 Appendix 762 9.36.1 Introduction 9.36.2 Purpose of Classification Over the last several decades, environmental legislation and a A basic tenet in geomorphology is that ‘form implies process.’As growing awareness of historical human disturbance to rivers such, numerous geomorphic classifications have been de- worldwide (Schumm, 1977; Collins et al., 2003; Surian and veloped for landscapes (Davis, 1899), hillslopes (Varnes, 1958), Rinaldi, 2003; Nilsson et al., 2005; Chin, 2006; Walter and and rivers (Section 9.36.3). The form–process paradigm is a Merritts, 2008) have fostered unprecedented collaboration potentially powerful tool for conducting quantitative geo- among scientists, land managers, and stakeholders to better morphic investigations.
    [Show full text]
  • Stream Restoration, a Natural Channel Design
    Stream Restoration Prep8AICI by the North Carolina Stream Restonltlon Institute and North Carolina Sea Grant INC STATE UNIVERSITY I North Carolina State University and North Carolina A&T State University commit themselves to positive action to secure equal opportunity regardless of race, color, creed, national origin, religion, sex, age or disability. In addition, the two Universities welcome all persons without regard to sexual orientation. Contents Introduction to Fluvial Processes 1 Stream Assessment and Survey Procedures 2 Rosgen Stream-Classification Systems/ Channel Assessment and Validation Procedures 3 Bankfull Verification and Gage Station Analyses 4 Priority Options for Restoring Incised Streams 5 Reference Reach Survey 6 Design Procedures 7 Structures 8 Vegetation Stabilization and Riparian-Buffer Re-establishment 9 Erosion and Sediment-Control Plan 10 Flood Studies 11 Restoration Evaluation and Monitoring 12 References and Resources 13 Appendices Preface Streams and rivers serve many purposes, including water supply, The authors would like to thank the following people for reviewing wildlife habitat, energy generation, transportation and recreation. the document: A stream is a dynamic, complex system that includes not only Micky Clemmons the active channel but also the floodplain and the vegetation Rockie English, Ph.D. along its edges. A natural stream system remains stable while Chris Estes transporting a wide range of flows and sediment produced in its Angela Jessup, P.E. watershed, maintaining a state of "dynamic equilibrium." When Joseph Mickey changes to the channel, floodplain, vegetation, flow or sediment David Penrose supply significantly affect this equilibrium, the stream may Todd St. John become unstable and start adjusting toward a new equilibrium state.
    [Show full text]
  • Is Hydrology Kinematic?
    HYDROLOGICAL PROCESSES Hydrol. Process. 16, 667–716 (2002) DOI: 10.1002/hyp.306 Is hydrology kinematic? V. P. Singh* Department of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, LA 70803-6405, USA Abstract: A wide range of phenomena, natural as well as man-made, in physical, chemical and biological hydrology exhibit characteristics similar to those of kinematic waves. The question we ask is: can these phenomena be described using the theory of kinematic waves? Since the range of phenomena is wide, another question we ask is: how prevalent are kinematic waves? If they are widely pervasive, does that mean hydrology is kinematic or close to it? This paper addresses these issues, which are perceived to be fundamental to advancing the state-of-the-art of water science and engineering. Copyright 2002 John Wiley & Sons, Ltd. KEY WORDS biological hydrology; chemical hydrology; physical hydrology; kinematic wave theory; kinematics; flux laws INTRODUCTION There is a wide range of natural and man-made physical, chemical and biological flow phenomena that exhibit wave characteristics. The term ‘wave’ implies a disturbance travelling upstream, downstream or remaining stationary. We can visualize a water wave propagating where the water itself stays very much where it was before the wave was produced. We witness other waves which travel as well, such as heat waves, pressure waves, sound waves, etc. There is obviously the motion of matter, but there can also be the motion of form and other properties of the matter. The flow phenomena, according to the nature of particles composing them, can be distinguished into two categories: (1) flows of discrete noncoherent particles and (2) flows of continuous coherent particles.
    [Show full text]
  • Statement by Author
    Maya Wetlands: Ecology and Pre-Hispanic Utilization of Wetlands in Northwestern Belize Item Type text; Dissertation-Reproduction (electronic) Authors Baker, Jeffrey Lee Publisher The University of Arizona. Rights Copyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction or presentation (such as public display or performance) of protected items is prohibited except with permission of the author. Download date 07/10/2021 10:39:16 Link to Item http://hdl.handle.net/10150/237812 MAYA WETLANDS ECOLOGY AND PRE-HISPANIC UTILIZATION OF WETLANDS IN NORTHWESTERN BELIZE by Jeffrey Lee Baker _______________________ Copyright © Jeffrey Lee Baker 2003 A Dissertation Submitted to the Faculty of the Department of Anthropology In Partial Fulfillment of the Requirements For the Degree of DOCTOR OF PHILOSOPHY In the Graduate College The University of Arizona 2 0 0 3 2 3 4 ACKNOWLEDGEMENTS This endeavor would not have been possible with the assistance and advice of a number of individuals. My committee members, Pat Culbert, John Olsen and Owen Davis, who took the time to read and comment on this work Vernon Scarborough and Tom Guderjan also commented on this dissertation and provided additional support during the work. Vernon Scarborough invited me to northwestern Belize to assist in his work examining water management practices at La Milpa. An offer that ultimately led to the current dissertation. Without Tom Guderjan’s offer to work at Blue Creek in 1996, it is unlikely that I would ever have completed my dissertation, and it is possible that I might no longer be in archaeology, a decision I would have deeply regretted.
    [Show full text]
  • River Engineering John Fenton
    River Engineering John Fenton Institute of Hydraulic Engineering and Water Resources Management Vienna University of Technology, Karlsplatz 13/222, 1040 Vienna, Austria URL: http://johndfenton.com/ URL: mailto:[email protected] 1. Introduction 1.1 The nature of what we will and will not do – illuminated by some aphorisms and some people “There is nothing so practical as a good theory” – stated in 1951 by Kurt Lewin (D-USA, 1890-1947): this is essentially the guiding principle behind these lectures. We want to solve practical problems, both in professional practice and research, and to do this it is a big help to have a theoretical understanding and a framework. “The purpose of computing is insight, not numbers” – the motto of a 1973 book on numerical methods for practical use by the mathematician Richard Hamming (USA, 1915-1998). That statement has excited the opinions of many people (search any three of the words in the Internet!). However, numbers are often important in engineering, whether for design, control, or other aspects of the practical world. A characteristic of many engineers, however, is that they are often blinded by the numbers, and do not seek the physical understanding that can be a valuable addition to the numbers. In this course we are not going to deal with many numbers. Instead we will deal with the methods by which numbers could be obtained in practice, and will try to obtain insight into those methods. Hence we might paraphrase simply: "The purpose of this course is insight into the behaviour of rivers; with that insight, numbers can be often be obtained more simply and reliably".
    [Show full text]
  • Hydraulic Structures & Hydropower Engineering Module Course Title
    Hydraulic Structures & Hydropower Engineering Module Course Title River Engineering Course Code WRIE3151 Program B.Sc in Water Resources and Irrigation Engineering Module name Hydraulic Structures & Hydropower Engineering Module Coordinator Name: . …………………………….. Office location . ……………………….. Mobile: . ………………….; e-mail: ……………………………. Consultation Hours: Instructor Name Name: . …………………………….. Office location . ……………………….. Mobile: . ………………….; e-mail: ……………………………. Consultation Hours: Academic Year Course Information Year: III Semester : II Meeting Day: To be arranged at the beginning of the semester Meeting Time: To be arranged at the beginning of the semester Meeting Location: To be arranged at the beginning of the semester ECTS 5 ECTS Students’ work load Lecture Tutorial Lab Home study in hrs 2 2 0 4 Course objectives To introduce students to the mechanisms of sediment transport and enable them design stable channels and river training works. River characteristics. River Hydraulics. River morphology and regime. Sediment transport: Origin and properties of sediment, initiation of particle motion. Transportation mechanics, Bed load, suspended load, wash load and total load Course Description transport. Alluvial roughness. Calculation of sediment transport. Local scours near structures. River training and flood control. Erosion protection and discharge control. River flow forecasting. Hydraulics of bridges, culverts and aqueducts. Sediment transport: bed load sampler: trap sampling, bed form tracking; suspended load sampler: classification of samplers, instruments for concentration, point- integrating measurements (bottle and trap samplers, pump-samplers, optical and acoustical sampling methods), instruments for discharge, point integrating measurements, instruments for concentration, depth-integrating measurement. Pre-requisite Open Channel Hydraulics Course status Core Schedule/syllabus Week Topics Required Text 1. Introduction (Lec=5hrs, Tut=5hrs) Lelaviasky, S., (1965). River 1.1 River characteristics and Canal Hydraulics, Vol.
    [Show full text]
  • Dutch Springs
    What you need to do now: The first thing you need to do is check your calendar – ensure that you are free for the weekend and also make sure that you will be able to our shop two weeks before to pick up your ordered equipment. Now that you have checked your calendar – call our shop at 908-379- 8220 to book into your course. All the dates we go out to Dutch Springs are listed on the class schedule page of our Dutch Springs web site – don’t leave it too long as we restrict numbers to ensure student to instructor ratios are low. If you don’t see a class that fits your schedule, call us and we may be able to create a customized schedule for you. 4733 Hanoverville Road Bethlehem, PA 18020 Please come to our shop two weeks before you go to Dutch so we can fit www.dutchsprings.com you for your wetsuit, BCD, hood and gloves. If you have left a long time between part 1 and part 2 of your course you may want to think about booking a A Diver’sGuide To refresher session with us to brush up a Part Two little on those skills. Call us at 908- 379-8220 if you think this might be something you want to do. Certification Equipment: Some Notations Congratulations on completing You will need to bring all the equipment Please don’t ask us “what time we are part 1 of your Open Water Diver Course listed below to Dutch Springs with you.
    [Show full text]
  • A Collection of Stories and Memories by Members of the United States Naval Academy Class of 1963
    A Collection of Stories and Memories by Members of the United States Naval Academy Class of 1963 Compiled and Edited by Stephen Coester '63 Dedicated to the Twenty-Eight Classmates Who Died in the Line of Duty ............ 3 Vietnam Stories ...................................................................................................... 4 SHOT DOWN OVER NORTH VIETNAM by Jon Harris ......................................... 4 THE VOLUNTEER by Ray Heins ......................................................................... 5 Air Raid in the Tonkin Gulf by Ray Heins ......................................................... 16 Lost over Vietnam by Dick Jones ......................................................................... 23 Through the Looking Glass by Dave Moore ........................................................ 27 Service In The Field Artillery by Steve Jacoby ..................................................... 32 A Vietnam story from Peter Quinton .................................................................... 64 Mike Cronin, Exemplary Graduate by Dick Nelson '64 ........................................ 66 SUNK by Ray Heins ............................................................................................. 72 TRIDENTS in the Vietnam War by A. Scott Wilson ............................................. 76 Tale of Cubi Point and Olongapo City by Dick Jones ........................................ 102 Ken Sanger's Rescue by Ken Sanger ................................................................ 106
    [Show full text]
  • River and Environmental Processes in the Wetland Restoration of the Morava River
    Transactions on Ecology and the Environment vol 50, © 2001 WIT Press, www.witpress.com, ISSN 1743-3541 River and environmental processes in the wetland restoration of the Morava river K. ~olubova'8: M. J. ~isickJ '~~drologyDepartment, Water Research Institute, Bratislava, Slovakia 2~~~~~~o~l~gyand Monitoring Department, Institute of Zoology SAS, Bratislava, Slovakia Abstract fiver engineering works and other man-induced changes may adversely affect natural character of the river system. In many cases they have caused major morphological and ecological instability problems which can seriously impair the conservation and amenity value of the riverine environment. The results of two projects focused at the restoration of the Morava wetland ecosystem are presented in this paper. Impact of the river regulation is analysed on the basis of defined river processes and ecology evaluation. Monitoring of biotic and abiotic changes provided background information for evaluation of efficiency of the former meander's restoration. As implemented restoration measures were not so effective as it was expected some alternatives of improvements are discussed with regard to the results of field observations, numerical and physical modeling. An optimal solution to protect the oxbow system against successive degradation and restore some extinct river functions is presented. 1 Introduction The Morava river is one of the largest Danube tributaries. The lower part of the Morava basin creates a natural wetland ecosystem with valuable floodplain landscape, which is unique in Central Europe. lkspart of the river floodplain is bordered by the Dyje river, which is the main tributary of the Morava river and by confluence with the Danube river.
    [Show full text]
  • To Download Psdiver Monthly Issue
    Greetings safety diving. That is a topic we can discuss this year. For now let’s stick with the expectation we should have of the skills a Each issue of PSDiver Monthly has included a short editorial or Professional Diver performing public safety diving should have. commentary that I have felt compelled to share. The topic is usually something that is either a personal pet peeve of mine or If we are not Recreational Divers and hold ourselves above my opinion or concern about something that is relevant at the them, then the skill sets we possess and use should be above a time. I am privileged to have the opportunity to share these recreational diver level as well. If not, what exactly can we use editorials with such a dedicated audience. as a defense that we are Professional Divers? Recreational divers can buy all of the gear we use and commercial and This last year my focus was on something I now believe is scientific divers use the same types of gear we us. We cannot epidemic within our genre of diving. Over the last thirty years I use visibility as our measure, all the above dive in zero visibility have been part of or put together a number of groups with the as well as contaminated waters. The ONLY thing that sets us specific intention of developing a PSD Standard. I was certainly apart is our skill sets. not the first and actually have a box of letters and documents from a group who tried to do the same thing years before I While we do employ some techniques that may be unique to started.
    [Show full text]
  • Guidance for Stream Restoration and Rehabilitation
    United States Department of Agriculture Guidance for Stream Restoration and Rehabilitation Steven E. Yochum Forest National Stream & Technical Note Service Aquatic Ecology Center TN-102.2 May 2016 Yochum, Steven E. 2016. Guidance for Stream Restoration and Rehabilitation. Technical Note TN-102.2. Fort Collins, CO: U.S. Department of Agriculture, Forest Service, National Stream & Aquatic Ecology Center Cover Photos: Top-right: Illinois River, North Park, Colorado. Photo by Steven Yochum Bottom-left: Whychus Creek, Oregon. Photo by Paul Powers ABSTRACT A great deal of effort has been devoted to developing guidance for stream restoration and rehabilitation. The available resources are diverse, reflecting the wide ranging approaches used and expertise required to develop stream restoration projects. To help practitioners sort through all of this information, a technical note has been developed to provide a guide to the wealth of information available. The document structure is primarily a series of short literature reviews followed by a hyperlinked reference list for the reader to find more information on each topic. The primary topics incorporated into this guidance include general methods, an overview of stream processes and restoration, case studies, and methods for data compilation, preliminary assessments, and field data collection. Analysis methods and tools, and planning and design guidance for specific restoration features, are also provided. This technical note is a bibliographic repository of information available to assist professionals with the process of planning, analyzing, and designing stream restoration and rehabilitation projects. U.S. Forest Service NSAEC TN-102.2 Fort Collins, Colorado Guidance for Stream Restoration & Rehabilitation i of v May 2016 ADVISORY NOTE Techniques and approaches contained in this handbook are not all-inclusive, nor universally applicable.
    [Show full text]